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0% found this document useful (0 votes)
41 views2 pages

Struct

Uploaded by

Hassim Sabal
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
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REPUBLIC OF THE PHILIPPINES

DPWH
OFFICE OF THE BUILDING OFFICIAL

RE
TA
A B C E F IN G H I J

NG
IN
B' D G
CITY/MUNICIPALITY

TI
WA
A'

O
LL

FO
FO
OT

L
AL
IN
G

W
NGI
IN
TA
RE
4.25 M

8 TB/LB 6.00 M
C1F1
TB/LB 6.00 M 38.11 M
STRUCTURAL
C1F1
6.00 M
5.69 M TB/LB
C1F1

B
TB/L
6.00 M
C1F1 TB/LB
6.01 M
C1F1 TB/LB
3.85 M

TB/LB
TB/LB
7 C1F1

TB/LB
C1F1 C1F1
C1F1 8

TB/LB

TB/LB

TB/LB
B
6.03 M

TB/L

TB/LB

TB/LB
5.46 M 5.70 M
C1F1 TB/LB
C1F1 9.28 M
TB/LB
C1F1
C1F1 TB/LB
C1F1
TB/LB C1F1

B
TB/LB

TB/L

TB/L
C1F1
6 5.99 M
0.79 M TB/LB C1F1
6.00 M
3.85 M
C1F1 3.41 M 6
C1F1 C1F1 TB/L
5 B
C1F1 TB/LB TB/LB C1F1
4.28 M TB/L
B
C1F1
B

B
5.20 M
TB/L

TB/L
6.00 M 6.21 M
5.64 M

0.71 M

PERIMETER WAL
C1F1 C1F1 C1F1
4
TB/LB TB/LB

L/PROPE
B

6.00 M
TB/L

TB/L

5.79 M

RTY LINE
C1F1 TB/LB C1F1 TB/LB C1F1
3
2.27 M
2.18 M
C2F1 TB/LB C2F1 TB/LB C2F1 TB/LB C2F1
2
7.89 M

9.42 M
1 10.99 M
5.30 M 6.18 M 6.29 M

PROPERTY LINE

ROAD CENTER LINE

S FOUNDATION PLAN
1 SCALE : 1:200

CERTIFIED BY : PRC : VALIDITY : PROJECT TITLE : APPROVED BY/ REPRESENTATIVE : DRAFT BY : SHEET NO. :

PTR : DATE ISSUED :


. PROPOSED DISPLAY WAREHOUSE PHILIPPINE RUSI CORPORATION
CIVIL ENGINEER TIN # : OWNER/REPRESENTATIVE
S1
ADDRESS : PLACE ISSUED : LOCATION : BRGY. MANIBAUG, PORAC, PAMPANGA ADDRESS :
REPUBLIC OF THE PHILIPPINES
DPWH
OFFICE OF THE BUILDING OFFICIAL
2" X 6" C CHANNEL PURLINS, SPACING @ 100mm
16.0mm Ø bar @ 0.25m O.C. bothways PRE PAINTED HI-RIB LONG SPAN METAL ROOFING
ALUMINUM GUTTER

40CM X 30CM CONCRETE COLUMN 0.1m concrete slab 150 mm THK CHB

ANCHOR BOLT FOR STEEL AND


CONCRETE COLUMN CONNECTION

STEEL BASE PLATE

0.3 M X 0.4 M TIE BEAM


CITY/MUNICIPALITY
0.80 M FFL 0.05 M W12 X 22 I BEAM
0.10 M
16MM THK UPPER STIFFENER PLATE 0.60 M

TIE BEAM 16MM THK HAUNCH STEEL PLATE

10MM THK STIFFENER PLATE


2.00 M 0.40 M 0.60 M
1.00 M

1.50 M
compacted soil 2.0M x 2.0M CONCRETE FOOTING

FOR EVERY 1.2M HEIGHT OF CHB 0.2M X 0.2M LINTEL BEAM


0.80 M
W/ 4-12.0mm Ø HORIZONTAL BAR WITH TIES 4-100 NEAR COLUMN,
0.40 M CONCRETE COLUMN
O.C. 2 - ANCHOR TIES NEAR COLUMN AND REST @200mm O.C. W12 X 22
STRUCTURAL
BASE PLATE
2.00 M

16MM Ø ANCHOR BOLT


8 - 16 mm Ø VERTICAL BARS w/ 10 mm Ø TIES
@5 - 0.05m,5 - 0.75m, 5 - 0.1m, REST @ 0.15m
0.15m for CHB FIRE WALL 0.40 M
10.0mm Ø vertical bars @ 0.60m
DETAIL OF FOOTING spacing O.C.
10MM THK STIFFENER PLATE

4 - 12mm Ø hor. bar 0.30 M

100 THK SLAB ON GRADE


2 - 12mm Ø web bar @both side
10 mm Ø bar stirrups; 5 @ 0.05m, 5 @ 0.075m, 4 -16mm Ø top bars 4 -12 mm Ø bar
5 @ 0.1m, REST @ 0.15m 0.30 M

0.15 M

0.40 M 0.40 M 0.20 M 10 mm Ø bar @


0.60m spacing O.C.
4 - 16mm Ø bottom bars
DETAIL OF COLUMN

DETAIL OF WALL FOOTING


DETAIL OF TIE BEAM (TB)

0.30 M 2.00 M
SCHEDULE OF COLUMN PEDESTAL/FOOTING
COLUMN FOOTING
LABEL depth width 16mm Ø 10mm Ø depth length width height
B.W.
(mm) (mm) (mm) ties (mm) (mm) (mm) (mm)
MIN.
C1F1 400 300 8 5 @ 50mm, 5 @ 75mm,
5 @ 100mm, REST @150mm 800
2000 2000 400 16 - 16 Ø
16MMØ HORIZONTAL BARS AT 280MM SPACING O.C.
C2 400 300 8 5 @ 50mm, 5 @ 75mm,
5 @ 100mm, REST @150mm
1.80 M
C3 400 300 8 5 @ 50mm, 5 @ 75mm,
5 @ 100mm, REST @150mm
REGULAR SOIL BACKFILL
RETAINING WALL FOOTING

SCHEDULE OF BEAM 2.0M x 2.0M COLUMN FOOTING

Fy @SUPPORT @MID SPAN 20MMØ BARS AT 200MM SPACING O.C.


BEAM B D Ø (Grade) TOP BOT TOP BOT EXTRA BARS STIRRUPS
5.00 M
TB 300 400 16 40 4 3 3 4 2 - 16 mm Ø 10mm Ø 5 @ 50mm, 5 @ 75mm,
5 @ 100mm, REST @150mm

LB 200 200 12 40 2 2 2 2 10mm Ø 5 @ 50mm, 5 @ 75mm,


5 @ 100mm, REST @150mm BACKFILL 2.0M x 2.0M COLUMN FOOTING

GRANULAR BACKFILL
20MMØ BARS AT 100MM SPACING O.C. 2.30 M
PERFORATED DRAIN PIPE 0.4M x 0.3M COLUMN

20MMØ BARS AT 100MM SPACING O.C.


16MMØ BARS AT 280MM SPACING O.C.
TOP VIEW
20MMØ BARS
0.70 M
75MMX 75MM X 6MM ANGLE BAR
16MMØ BARS AT 280MM SPACING O.C.
0.40 M
EMBEDMENT 20MMØ BARS AT 100MM SPACING O.C.
50MMX 50MM X 6MM ANGLE BAR 0.40 M
0.50 M

0.70 M 1.40 M
0.50 M

2.30 M

0.10 M 1.00 M 1.00 M 1.00 M RETAINING WALL DETAIL


3.00 M

DETAIL OF TRUSS
S STRUCTURAL DETAIL
3 SCALE : NTS

CERTIFIED BY : PRC : VALIDITY : PROJECT TITLE : APPROVED BY/ REPRESENTATIVE : DRAFT BY : SHEET NO. :

PTR : DATE ISSUED :


. PROPOSED DISPLAY WAREHOUSE PHILIPPINE RUSI CORPORATION
CIVIL ENGINEER TIN # : OWNER/REPRESENTATIVE
S3
ADDRESS : PLACE ISSUED : LOCATION : BRGY. MANIBAUG, PORAC, PAMPANGA ADDRESS :

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